Structural Analysis, SI Edition
6th Edition
ISBN: 9780357030981
Author: Aslam Kassimali
Publisher: Cengage Learning US
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Chapter 16, Problem 22P
To determine
Find the member end moments and reactions for the frames.
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Water flows uniformly in a channel with a bottom slope of 0.002 and a compound cross-section: Section 1 has concrete sides and bottom. Section 2 is vegetated with light brush. Manning coefficients and dimensions (in meters) are shown below: Calculate: a. The composite Manning roughness coefficient for the channel b. The flow rate in cubic meters per second (cms) for the water levels shown
Q2: For the activities shown in the table below, it is required to reduce the total duration of the
project four days by using crash program and network diagram, If you knew that indirect costs is
150 S/day and the delay fine is 100 S/day after the 14th day. Find new cost after crashing the
project four days?
Activity
Preceding
Normal Program
Crash Program
activity
Duration (days) Direct Cost (S) Duration (days) Direct Cost (S)
A
5
600
3
950
B
4
200
3
500
C
A
5
300
4
500
D
A
2
600
1
615
E
B
6
900
5
1025
800
F
C
4
700
3
450
400
G
D
4
700
700
3
1400
H
E
600
I
F,G,H
5000
Σ
(40 p
(good luck)
Chapter 16 Solutions
Structural Analysis, SI Edition
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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